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10kN/m ATTIT 5kN.m 10KN D TITTI B 3m 3m Bm 2m Determine the reactions at point A and B, resultant internal normal force, shear

10kN/m ATTIT 5kN.m 10KN D TITTI B 3m 3m Bm 2m Determine the reactions at point A and B, resultant internal normal force, shear force, and bending moment at point D in the beam. Ra = ( i+ j) kN Rb == i+ j) kN Nd KN Vd KN Md = kNm

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